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2007-012A
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2007-012A
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Last modified
4/22/2016 12:10:01 PM
Creation date
9/30/2015 10:29:55 PM
Metadata
Fields
Template:
Official Documents
Official Document Type
Contract
Approved Date
01/09/2007
Control Number
2007-012A
Agenda Item Number
11.1.2
Entity Name
L.H. Tanner
Subject
Contract/Specifications Indian River Drive South Sidewalks
Area
Indian River Drive
Project Number
0201
Bid Number
2007027
Supplemental fields
SmeadsoftID
6066
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Chapter 4 - Best Management Practices for Erosion and Sediment Control <br /> Outlet <br /> The outlets shall be designed , constructed and maintained so that sediment does not leave <br /> the trap and that erosion of the outlet does not occur. A trap may have several different <br /> outlets with each outlet conveying part of the flow based on the criteria below. The <br /> combined outlet capacity shall be sufficient for the drainage area . For example , a 12 foot <br /> (3 .6 m) earth outlet, adequate for 2 acres (0 . 8 ha) , and a 12 inch (30 cm) pipe outlet, <br /> adequate for 1 acre (0 .4 ha) , could be used for a three acre (1 .2 ha) drainage area . <br /> There are four types of outlets for sediment traps . Each sediment trap is named according <br /> to the type of outlet that it has. Each type has different design criteria and will be <br /> discussed separately. <br /> r <br /> 1 . An Earth Outlet Sediment Trap consists of a basin formed by excavation and/or an <br /> embankment. The trap has a discharge point over or cut into natural ground . The <br /> outlet width (feet) shall be equal to 6 times the drainage area (acres) . If an <br /> embankment is used the outlet crest shall be at least one foot (30 cm) below the top <br /> of the embankment. The outlet shall be free of any restriction to flow. The earthen <br /> embankment shall be seeded with temporary or permanent vegetation (see <br /> Sections 6.65 and 6 .66) within 15 days of construction . (See Plate 4 .25a) <br />,. 2 . A Pipe Outlet Sediment Trap consists of a basin formed by an embankment, or an <br /> excavation and an embankment. The outlet for the trap is though a perforated riser <br /> and a pipe through the embankment. The outlet pipe and riser shall be made of <br /> corrugated metal. The riser diameter shall be of the same or larger diameter than <br /> the pipe . The top of the embankment shall be at least 1 .5 feet (45 cm) above the <br /> crest of the riser. At least the top 2/3 of the riser shall be perforated with 1 /2 inch <br /> ( 13 mm) diameter holes spaced 8 inches (20 cm) vertically and 10- 12 inches (25 - <br /> 30 cm) horizontally. All pipe connections shall be watertight (See Plate 4 .25b) . <br /> Select pipe diameter from the following table : <br /> Minimum Pipe Diameter in inches (cm) Maximum Drainage Area in acres (ha) <br /> 12 (30 cm) 1 (0 .4 ha) <br /> 18 (45 cm) 2 (0 .8 ha) <br /> 21 (53 cm) 3 ( 1 .2 ha) <br /> 24 (60 cm) 4 ( 1 .6 ha) <br /> 30 (75 cm) 5 (2 . 0 ha) <br /> 3 . A Stone Outlet Sediment Trap consists of a basin formed by an embankment or <br /> excavation and an embankment. The outlet for the sediment trap shall consist of a <br /> crushed stone section of the embankment located at the low point in the basin . The <br /> minimum length of the outlet shall be 6 feet times the acreage of the drainage area <br /> (4. 5 m times hectares) . The crest of the outlet must be at least 1 foot (30 cm) below <br /> the top of the embankment, to insure that the flow will travel over the stone and not <br /> the embankment. The outlet shall be constructed of FDOT No . 1 size crushed <br /> stone. (See Plate 4 .25c) A very temporary alternate trap can be constructed from <br /> straw bales with a stone outlet. (See Plate 4 .25d) Straw bales shall be installed per <br /> Section 4 .05 STRAW BALE BARRIER ( ES BMP 1 .05) . <br /> 4-73 <br />
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